Started 5 days later
Completed 5 days later
Performed at slower rate in 15 days
All the above
D. All the above
Started 5 days later
Completed 5 days later
Performed at slower rate in 15 days
All the above
Bar chart method
Milestone chart
Critical path method (CPM)
Programme Evaluation and Review Technique (PERT)
1-2 is 4
2-3 is 7
3-4 is 8
All the above
CPA (Critical Path Analysis)
CPP (Critical Path Plotted)
MCE (Minimum Cost Expenditure)
All the above
Event flow scheduling technique
Critical ratio scheduling
Slotting technique for scheduling
Short interval scheduling
Kneading
Pressing
Tamping
Vibration
Is always longest
Is always shortest
May be longest
May be shortest
Event
Dummy
Duration
Float
Strict adherence to specifications
Separation of planning and design part
Each individual maintains functional efficiency
All the above
Excavation for foundation
Curing of concrete
Setting of question paper
All the above
Site survey
Availability of construction materials
Availability of labour
All the above
A is correct but R is not correct
R is correct but A is not correct
Both A and R is correct
Both A and R is incorrect
Executive Engineer
Engineer
Junior Engineer
Assistant Engineer
1, 3, 2, 4
3, 1, 4, 2
3, 1, 2, 4
1, 3, 4, 2
1
2
3
4
Planning
Designing
Execution
All the above
Positive
Negative
Zero
Same
1, 2 and 3 are correct
1 and 4 are correct
2, 3 and 4 are correct
1, 2 and 4 are correct
Its earliest finish time and earliest start time for its successor activity
Its latest start time and earliest start time
Its latest finish time and earliest start time for its successor activity
Its earliest finish time and latest start time for its successor activity
Normal durations for all the activities
Crash durations for all activities
Crash durations for all the activities along the critical path obtained by taking into account the normal duration for all the activities
Crash durations for all the activities along the critical path obtained by taking into account the crash duration for all the activities
Resources
Project duration time
Both resources and project duration time
None of the above
The fund for rebuilding a structure when its economic life is over
Raised to meet maintenance costs
The total sum to be paid to the municipal authorities by the tenants
A part of the money kept in reserve for providing additional structures and structural modifications
Concrete cured
Fixing of door
Plastering of walls
Selecting sites
50 %
Less than 50 %
More than 50 %
100 %
Shows the interdependencies of various jobs
Depicts the delay of jobs, if any
Points outgoing ahead of schedule of jobs, if any
None of these
Small projects
Large and complex projects
Research and development projects
Deterministic activities
Assistant Engineer
Executive Engineer
Superintending Engineer
Chief Engineer
Line organisation
Line and staff organisation
Functional organisation
Effective organisation
1 and 4 are correct
2 and 3 are correct
1 and 4 are correct
1 and 2 are correct
Earliest expected time is denoted by TE
Latest occurrence time is denoted by TL
Contractual obligation time is denoted by Ts
All the above